Wednesday, May 25, 2016

Bending moments of slab strips supported on beams 300/1000

In the two-dimensional finite element method, the secondary bending moments are always significant, while the moments in the main direction remain relatively constant.
In this case, like the modelling using members, the effect of vertical deformation of beams to the deformation of the slab is insignificant for beams with cross-section 300/1000 (deformations of beams practically zero).

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